KOTTAKKAL MUNICIPALITY PLAN 2024-2025 ,VARIOUS WORKS IN KOTTAKKAL MUNICIPALITY (CLUSTER 1)

Amount

Appendix - A - CONSTRUCTION OF ANGANWADI BUILDING STEPS &HANDRAIL WARD 2 (PROJECT NO. 514)

3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

od171461/2024_2025 : (51.2.3) Filling with Quarry Muck<br>Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

od171459/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials with needle vibrator and form work

od171469/2024_2025 : (10.26.3) Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.<br>G.I. pipes

od171490/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.

Appendix-B - CHOONDA NELLIKKA PARAMBA ROAD RENOVATION WARD 2 (PROJECT NO. 166)

3.5.2 : Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

od171461/2024_2025 : (51.2.3) Filling with Quarry Muck&lt;br&gt;Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

od171459/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4&lt;br&gt;course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required&lt;br&gt;including compaction, finishing and tamping etc .complete. Max. size of course&lt;br&gt;aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per&lt;br&gt;specification&lt;br&gt; (i) Nominal mix (1:2:4)&lt;br&gt;a)Materials with needle vibrator and form work

od171490/2024_2025 : Providing and fixing Granite of any colour &amp; shade for Name Board of required size laid over base&lt;br&gt;of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,&lt;br&gt;including lettering &amp; fixing.

Appendix C - KAKKATHOD DRAINAGE RENNOVATION WARD 6 (PROJECT NO. 505)

3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

3.5.2 : Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

Appendix D - PANDAMANGALAM ROAD RE TARRING &amp; SIDE CONCRETING WARD 7 (PROJECT NO. 493)

5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65)

4.9 : Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead

5.1.1a : Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

5.2.3a : Tack Coat <br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

5.2.1a : Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

5.11.1.A.2a : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)

3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

od171461/2024_2025 : (51.2.3) Filling with Quarry Muck&lt;br&gt;Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

od174212/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4&lt;br&gt;course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required&lt;br&gt;including compaction, finishing and tamping etc .complete. Max. size of course&lt;br&gt;aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per&lt;br&gt;specification&lt;br&gt;(i) Nominal mix (1:2:4)

Appendix E - KAVATHIKALAM ALAMBATTIL FOOTPATH CONCRETING WARD 8 (PROJECT NO. 380)

3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

od175247/2024_2025 : Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.

od171459/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4&lt;br&gt;course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required&lt;br&gt;including compaction, finishing and tamping etc .complete. Max. size of course&lt;br&gt;aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per&lt;br&gt;specification&lt;br&gt; (i) Nominal mix (1:2:4)&lt;br&gt;a)Materials with needle vibrator and form work

od175249/2024_2025 : Providing and fixing Granite of any colour &amp; shade for Name Board of required size laid over base of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels, including lettering &amp; fixing.

Appendix F - IYYAKKAD ROAD RE CONCRETING AND SIDE PROTECTION PHASE 2 (PROJECT NO. 405)

od171459/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4&lt;br&gt;course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required&lt;br&gt;including compaction, finishing and tamping etc .complete. Max. size of course&lt;br&gt;aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per&lt;br&gt;specification&lt;br&gt; (i) Nominal mix (1:2:4)&lt;br&gt;a)Materials with needle vibrator and form work

3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

od175250/2024_2025 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

11.6.3.2 : Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.III. Random Rubble Masonry (ii)In cement mortar 1:4

Appendix H - CHULLIKKOD ROAD RE TARRING AND SIDE PROTECTION WARD 8 (PROJECT NO. 471)

5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65)

4.9 : Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead

5.1.1a : Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

5.2.3a : Tack Coat <br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

5.2.1a : Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

5.11.1.A.2a : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)

3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

od175250/2024_2025 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

11.6.3.2 : Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.III. Random Rubble Masonry (ii)In cement mortar 1:4

Appendix I - PAZHAYA KOTTAPPARAMBU ROAD RE CONCRETING WARD 10 (PROJECT NO. 15)

od175247/2024_2025 : Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.

od171459/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4&lt;br&gt;course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required&lt;br&gt;including compaction, finishing and tamping etc .complete. Max. size of course&lt;br&gt;aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per&lt;br&gt;specification&lt;br&gt; (i) Nominal mix (1:2:4)&lt;br&gt;a)Materials with needle vibrator and form work

Appendix J - PARAPPURAM ROAD RE CONCRETING WARD 10 (PROJECT NO. 158)

od175247/2024_2025 : Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.

od171459/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4&lt;br&gt;course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required&lt;br&gt;including compaction, finishing and tamping etc .complete. Max. size of course&lt;br&gt;aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per&lt;br&gt;specification&lt;br&gt; (i) Nominal mix (1:2:4)&lt;br&gt;a)Materials with needle vibrator and form work

Appendix K - CHENAKKAPPARA KALODI ROAD CONCRETING WARD 10 (PROJECT NO. 369)

3.5.2 : Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

od175247/2024_2025 : Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.

od171459/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4&lt;br&gt;course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required&lt;br&gt;including compaction, finishing and tamping etc .complete. Max. size of course&lt;br&gt;aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per&lt;br&gt;specification&lt;br&gt; (i) Nominal mix (1:2:4)&lt;br&gt;a)Materials with needle vibrator and form work

od175257/2024_2025 : Providing and fixing Granite of any colour &amp; shade for Name Board of required size laid over base&lt;br&gt;of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,&lt;br&gt;including lettering &amp; fixing.

Appendix L - KAVATHIKALAM KOTTAPPARAMBU ROAD CONCRETING PHASE 2 WARD 10 (PROJECT NO. 373)

3.5.2 : Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

od175247/2024_2025 : Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.

od171459/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4&lt;br&gt;course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required&lt;br&gt;including compaction, finishing and tamping etc .complete. Max. size of course&lt;br&gt;aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per&lt;br&gt;specification&lt;br&gt; (i) Nominal mix (1:2:4)&lt;br&gt;a)Materials with needle vibrator and form work

od175257/2024_2025 : Providing and fixing Granite of any colour &amp; shade for Name Board of required size laid over base&lt;br&gt;of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,&lt;br&gt;including lettering &amp; fixing.

Appendix M - KAVATHIKALAM VETTIKKAD IDAVAZHI CONCRETING WARD 10 (PROJECT NO. 381)

3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

od175247/2024_2025 : Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.

od171459/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4&lt;br&gt;course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required&lt;br&gt;including compaction, finishing and tamping etc .complete. Max. size of course&lt;br&gt;aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per&lt;br&gt;specification&lt;br&gt; (i) Nominal mix (1:2:4)&lt;br&gt;a)Materials with needle vibrator and form work

od175257/2024_2025 : Providing and fixing Granite of any colour &amp; shade for Name Board of required size laid over base&lt;br&gt;of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,&lt;br&gt;including lettering &amp; fixing.

Appendix O - MUNDIYANTHARA KURUKKAN KUND ROAD CONCRETING WARD 10 (PROJECT NO. 347 )

3.5.2 : Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

od175247/2024_2025 : Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.

od171459/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4&lt;br&gt;course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required&lt;br&gt;including compaction, finishing and tamping etc .complete. Max. size of course&lt;br&gt;aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per&lt;br&gt;specification&lt;br&gt; (i) Nominal mix (1:2:4)&lt;br&gt;a)Materials with needle vibrator and form work

od175257/2024_2025 : Providing and fixing Granite of any colour &amp; shade for Name Board of required size laid over base&lt;br&gt;of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,&lt;br&gt;including lettering &amp; fixing.

Appendix P - KOLLETH PARANKIMOOCHI VALAPP ROAD CONSTRUCTION AND CONCRETING WARD 12 ( PROJECT NO. 378 )

3.5.2 : Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

od175247/2024_2025 : Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.

od171459/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4&lt;br&gt;course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required&lt;br&gt;including compaction, finishing and tamping etc .complete. Max. size of course&lt;br&gt;aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per&lt;br&gt;specification&lt;br&gt; (i) Nominal mix (1:2:4)&lt;br&gt;a)Materials with needle vibrator and form work

Appendix Q - PAPPAYI VALIYAPARAMBU ROAD RENNOVATION WARD 13 ( PROJECT NO. 39 )

5.2.1a : Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65)

5.11.1.A.2a : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)

4.9 : Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead

5.1.1a : Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

5.2.3a : Tack Coat <br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Appendix R - PAPPAYI CHOLAMAD ROAD CONCRETING PHASE 2 WARD 13 ( PROJECT NO. 350 )

3.5.2 : Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

od175247/2024_2025 : Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.

od171459/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4&lt;br&gt;course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required&lt;br&gt;including compaction, finishing and tamping etc .complete. Max. size of course&lt;br&gt;aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per&lt;br&gt;specification&lt;br&gt; (i) Nominal mix (1:2:4)&lt;br&gt;a)Materials with needle vibrator and form work

od175257/2024_2025 : Providing and fixing Granite of any colour &amp; shade for Name Board of required size laid over base&lt;br&gt;of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,&lt;br&gt;including lettering &amp; fixing.

Appendix S - MACHINGAL MUHAMMED HAJI ROAD RE TARRING WARD 15( PROJECT NO.16 )

5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65)

4.9 : Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead

5.1.1a : Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

5.2.3a : Tack Coat <br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

5.2.1a : Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

5.11.1.A.2a : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)

Appendix T - ABDULLA HAJI ROAD RE TARRING WARD 15 ( PROJECT NO. 389 )

5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65)

4.9 : Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead

5.1.1a : Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

5.2.3a : Tack Coat <br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

5.2.1a : Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

5.11.1.A.2a : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)

Appendix U - MANIYENGAL KUMBALAPPARAMBU ROAD RE TARRING AND SIDE CONCRETING WARD 15 ( PROJECT NO.391 )

5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65)

4.9 : Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead

5.1.1a : Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

5.2.3a : Tack Coat <br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

5.2.1a : Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

5.11.1.A.2a : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)

3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

od175247/2024_2025 : Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.

od171459/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4&lt;br&gt;course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required&lt;br&gt;including compaction, finishing and tamping etc .complete. Max. size of course&lt;br&gt;aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per&lt;br&gt;specification&lt;br&gt; (i) Nominal mix (1:2:4)&lt;br&gt;a)Materials with needle vibrator and form work

Appendix V - COMMITTEE PEEDIKA MALIYENGAL ROAD RENNOVATION WARD 15(PROJECT NO .444)

od175247/2024_2025 : Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.

od171459/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4&lt;br&gt;course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required&lt;br&gt;including compaction, finishing and tamping etc .complete. Max. size of course&lt;br&gt;aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per&lt;br&gt;specification&lt;br&gt; (i) Nominal mix (1:2:4)&lt;br&gt;a)Materials with needle vibrator and form work

Appendix W - CONSTRUCTION OF STEP TO KOORIYAD STREAM WARD 15(PROJECT NO.533)

od175247/2024_2025 : Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.

3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

od171459/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4&lt;br&gt;course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required&lt;br&gt;including compaction, finishing and tamping etc .complete. Max. size of course&lt;br&gt;aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per&lt;br&gt;specification&lt;br&gt; (i) Nominal mix (1:2:4)&lt;br&gt;a)Materials with needle vibrator and form work

Appendix X- MANU ROAD SIDE CONCRETING WARD 16 (PROJECT NO. 339)

3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

od175247/2024_2025 : Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.

od171459/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4&lt;br&gt;course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required&lt;br&gt;including compaction, finishing and tamping etc .complete. Max. size of course&lt;br&gt;aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per&lt;br&gt;specification&lt;br&gt; (i) Nominal mix (1:2:4)&lt;br&gt;a)Materials with needle vibrator and form work

Appendix Y - IPPU ROAD PATHWAY CONCRETING WARD 21( PROJECT NO. 423 )

od172692/2024_2025 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.&lt;br&gt;All kinds of soil

od171461/2024_2025 : (51.2.3) Filling with Quarry Muck&lt;br&gt;Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

od173496/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4&lt;br&gt;course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required&lt;br&gt;including compaction, finishing and tamping etc .complete. Max. size of course&lt;br&gt;aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per&lt;br&gt;specification&lt;br&gt; (i) Nominal mix (1:2:4)&lt;br&gt;a)Materials, Needle vibrator

od171490/2024_2025 : Providing and fixing Granite of any colour &amp; shade for Name Board of required size laid over base&lt;br&gt;of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,&lt;br&gt;including lettering &amp; fixing.

Appendix Z - MANU HAJI PATHWAY CONCRETING WARD 21( PROJECT NO. 427 )

od172692/2024_2025 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.&lt;br&gt;All kinds of soil

od171461/2024_2025 : (51.2.3) Filling with Quarry Muck&lt;br&gt;Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

od173496/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4&lt;br&gt;course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required&lt;br&gt;including compaction, finishing and tamping etc .complete. Max. size of course&lt;br&gt;aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per&lt;br&gt;specification&lt;br&gt; (i) Nominal mix (1:2:4)&lt;br&gt;a)Materials, Needle vibrator

od173594/2024_2025 : Providing and fixing Granite of any colour &amp; shade for Name Board of required size laid over base&lt;br&gt;of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,&lt;br&gt;including lettering &amp; fixing.

Appendix AA - NARASIMHA MOORTHI TEMPLE ROAD RE CONCRETING WARD 22( PROJECT NO. 161 )

od175247/2024_2025 : Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.

od171459/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4&lt;br&gt;course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required&lt;br&gt;including compaction, finishing and tamping etc .complete. Max. size of course&lt;br&gt;aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per&lt;br&gt;specification&lt;br&gt; (i) Nominal mix (1:2:4)&lt;br&gt;a)Materials with needle vibrator and form work

Appendix AB - PATHIKKUND IDAVAZHI RENNOVATION WARD 22( PROJECT NO. 453)

od175247/2024_2025 : Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.

od171459/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4&lt;br&gt;course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required&lt;br&gt;including compaction, finishing and tamping etc .complete. Max. size of course&lt;br&gt;aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per&lt;br&gt;specification&lt;br&gt; (i) Nominal mix (1:2:4)&lt;br&gt;a)Materials with needle vibrator and form work

3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Appendix AC - MADRASSUM PADI AMAPPARA SABAN ROAD RE TARRING AND SIDE CONCRETING WARD 22( PROJECT NO. 485 )

5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65)

4.9 : Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead

5.1.1a : Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

5.2.3a : Tack Coat <br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

5.2.1a : Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

5.11.1.A.2a : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)

3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

od175247/2024_2025 : Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.

od171459/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4&lt;br&gt;course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required&lt;br&gt;including compaction, finishing and tamping etc .complete. Max. size of course&lt;br&gt;aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per&lt;br&gt;specification&lt;br&gt; (i) Nominal mix (1:2:4)&lt;br&gt;a)Materials with needle vibrator and form work

Appendix AD - IMPLEMENTATION OF BRANDING AND PAINTING OF FAMILY HEALTH CENTER AND SUB CENTERS( PROJECT NO. 565 )

13.48.1 : Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm

13.50.1 : Applying priming coat:With ready mixed pink or Grey primer of approved and manufacture on wood work (hard and soft wood)

13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

13.88 : Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete

Appendix G - SHEET ROOF FOR MUNDIYAN THARA ANGANAWADI WARD 8 (PROJECT NO. 462)

10.16.1 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes

50.10.2 : Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

12.50 : Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

Appendix N - KAVATHIKALAM POOKKULAM RENNOVATION WARD 10 (PROJECT NO. 448)

60.1.2 : RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.

60.2.3 : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

7.2.1 : Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)

MUNEER P P (BID ID -2018694)

AKBAR MANCHERRY (BID ID -2018727)